Table 7 Comparison of results between KISTEC method and proposed method
Case | Member | Strength ratio | Member grade (score) | β | Ultimate limit state load | Evaluation grade (score) | |
|---|---|---|---|---|---|---|---|
KISTEC | Proposed method | ||||||
1–1 | Column | 1.11 | A(1) | 3.69 | 1.2D + 1.6L | B (3.40) | C (5.15) |
Girder | 1.11 | A(1) | 4.30 | ||||
Beam | 1.11 | A(1) | 4.30 | ||||
Slab | 0.67 | E(9) | 0.94 | ||||
1–2 | Column | 1.11 | A(1) | 3.12 | 1.2D + 1.0 W + 1.0L | C (5.62) | |
Girder | 1.11 | A(1) | 3.68 | ||||
Beam | 1.11 | A(1) | 3.68 | ||||
Slab | 0.67 | E(9) | 0.26 | ||||
1–3 | Column | 1.11 | A(1) | 3.16 | 1.2D + 1.0E + 1.0L | C (5.55) | |
Girder | 1.11 | A(1) | 3.71 | ||||
Beam | 1.11 | A(1) | 3.71 | ||||
Slab | 0.67 | E(9) | 0.37 | ||||
2–1 | Column | 1.11 | A(1) | 3.69 | 1.2D + 1.6L | C (5.51) | D (6.90) |
Girder | 1.11 | A(1) | 4.30 | ||||
Beam | 0.80 | D(7) | 2.79 | ||||
Slab | 0.67 | E(9) | 0.94 | ||||
2–2 | Column | 1.11 | A(1) | 3.12 | 1.2D + 1.0 W + 1.0L | D (7.44) | |
Girder | 1.11 | A(1) | 3.68 | ||||
Beam | 0.80 | D(7) | 2.00 | ||||
Slab | 0.67 | E(9) | 0.26 | ||||
2–3 | Column | 1.11 | A(1) | 3.16 | 1.2D + 1.0E + 1.0L | D (7.38) | |
Girder | 1.11 | A(1) | 3.71 | ||||
Beam | 0.80 | D(7) | 2.06 | ||||
Slab | 0.67 | E(9) | 0.37 | ||||
3–1 | Column | 1.11 | A(1) | 3.69 | 1.2D + 1.6L | B (3.61) | B (3.86) |
Girder | 1.11 | A(1) | 4.30 | ||||
Beam | 0.91 | C(5) | 3.42 | ||||
Slab | 0.91 | C(5) | 2.21 | ||||
3–2 | Column | 1.11 | A(1) | 3.12 | 1.2D + 1.0 W + 1.0L | C (4.17) | |
Girder | 1.11 | A(1) | 3.68 | ||||
Beam | 0.91 | C(5) | 2.69 | ||||
Slab | 0.91 | C(5) | 1.65 | ||||
3–3 | Column | 1.11 | A(1) | 3.16 | 1.2D + 1.0E + 1.0L | C (4.15) | |
Girder | 1.11 | A(1) | 3.71 | ||||
Beam | 0.91 | C(5) | 2.74 | ||||
Slab | 0.91 | C(5) | 1.72 | ||||
4–1 | Column | 1.11 | A(1) | 3.69 | 1.2D + 1.6L | C (4.91) | C (5.70) |
Girder | 1.11 | A(1) | 4.30 | ||||
Beam | 0.80 | D(7) | 2.79 | ||||
Slab | 0.80 | D(7) | 1.72 | ||||
4–2 | Column | 1.11 | A(1) | 3.12 | 1.2D + 1.0 W + 1.0L | D (6.16) | |
Girder | 1.11 | A(1) | 3.68 | ||||
Beam | 0.80 | D(7) | 2.00 | ||||
Slab | 0.80 | D(7) | 1.11 | ||||
4–3 | Column | 1.11 | A(1) | 3.16 | 1.2D + 1.0E + 1.0L | D (6.12) | |
Girder | 1.11 | A(1) | 3.71 | ||||
Beam | 0.80 | D(7) | 2.06 | ||||
Slab | 0.80 | D(7) | 1.19 | ||||